›› 2006, Vol. 27 ›› Issue (5): 838-841.

• Fundamental Theroy and Experimental Research • Previous Articles     Next Articles

Detecting badger cave disease in embankment by ground penetrating radar

WANG Guo-qun1, HE Kai-sheng2   

  1. 1.Engineering Geophysical Exploration Institute of Jiangsu Province, Nanjing 210008, China; 2.Geotechnical Department, Nanjing Hydraulic Research Institute, Nanjing 210024, China
  • Received:2004-11-02 Online:2006-05-10 Published:2013-11-05

PDF (PC)

1168

Abstract: On the basis of the Ground Penetrating Radar detection of badger caves in embankment at Huaishu River, the structural characteristic of badger cave is analyzed; and the representative radar image characteristic is put forward. Then, the locations, depths and direction of badger cave channels are deduced for the cave remedy reference. The detecting results indicate that the GPR has the advantages of device portability, low site requirement and easy of adding detecting lines at various directions; and it is a very effective detecting device for shallow cave channels.

Key words: embankment, cave, ground penetrating radar(GPR), detection

CLC Number: 

  • TU 413
  • Please send e-mail to pingzhou3@126.com if you would like to read full paper in English for free. Parts of our published papers have English translations.
[1] FU Hong-yuan, LIU Jie, ZENG Ling, BIAN Han-bing, SHI Zhen-ning, . Deformation and strength tests of pre-disintegrating carbonaceous mudstone under loading and soaking condition [J]. Rock and Soil Mechanics, 2019, 40(4): 1273-1280.
[2] JIANG Zhong-ming, LIU Li-yuan, ZHAO Hai-bin, TANG Dong, HU Wei, MEI Song-hua, LI Peng, . Study of dynamic boundary conditions for thermo-mechanical coupling analysis of underground gas storage cavern [J]. Rock and Soil Mechanics, 2019, 40(3): 1149-1157.
[3] ZHAO Lan-hao, RUI Kai-tian, LIU Xun-nan. A fast linear contact detection algorithm for discrete particles of arbitrary sizes [J]. Rock and Soil Mechanics, 2019, 40(3): 1187-1196.
[4] KANG Yan-fei, CHEN Jie, JIANG De-yi, LIU Wei, FAN Jin-yang, WU Fei, JIANG Chang-qi, . Damage self-healing property of salt rock after brine immersion under different temperatures [J]. Rock and Soil Mechanics, 2019, 40(2): 601-609.
[5] ZHENG Dong, HUANG Jin-song, LI Dian-qing, . An approach for predicting embankment settlement by integrating multi-source information [J]. Rock and Soil Mechanics, 2019, 40(2): 709-719.
[6] KANG Yan-fei, CHEN Jie, JIANG De-yi, LIU Wei, FAN Jin-yang. Summary on damage self-healing property of rock salt [J]. Rock and Soil Mechanics, 2019, 40(1): 55-69.
[7] WANG Jian-jun, CHEN Fu-quan, LI Da-yong. A simple solution of settlement for low reinforced embankments on Kerr foundation [J]. Rock and Soil Mechanics, 2019, 40(1): 250-259.
[8] YANG Gong-biao, ZHANG Cheng-ping, MIN Bo, CAI Yi, . Elastic solution of soil displacement induced by shallow circular tunnel with a cavern in a stratum using function of complex variable method [J]. Rock and Soil Mechanics, 2018, 39(S2): 25-36.
[9] LI Guo-wei, SHI Sai-jie, HOU Yu-zhou, WU Jian-tao, LI Feng, WU Shao-p, . Experimental study of development technology of non-expansive soil in Yangtze River to Huaihe River water diversion experimental project [J]. Rock and Soil Mechanics, 2018, 39(S2): 302-314.
[10] WU Jian-tao, YE Xiao, LI Guo-wei, JIANG Chao, CAO Xue-shan, . Bearing and deformation behaviors of PHC pile-reinforced soft foundation under high embankment [J]. Rock and Soil Mechanics, 2018, 39(S2): 351-358.
[11] WANG Yi-min, YAN Cen, YU Heng, LI Qi. Experimental study of soil stress characteristics of geogrid-reinforced widened embankment under static loadings [J]. , 2018, 39(S1): 311-317.
[12] HUANG Sheng-gen, LIU Dong-jun, HU Yong-jian，. Simulation analysis and application study of electromagnetic wave computed tomography in detecting karst caves [J]. , 2018, 39(S1): 544-550.
[13] CHEN Fu-quan, LAI Feng-wen, LI Da-yong. State of the art in research of geosynthetic-reinforced embankment overlying voids [J]. , 2018, 39(9): 3362-3376.
[14] ZHAO Jian-jun, YU Jian-le, XIE Ming-li, CHAI He-jun, LI Tao, BU Fan, LIN Bing，. Physical model studies on fill embankment slope deformation mechanism under rainfall condition [J]. , 2018, 39(8): 2933-2940.
[15] LIANG Cheng, XU Chao, . Study on critical height of reinforced embankments with geocell layer [J]. , 2018, 39(8): 2984-2990.
Viewed
Full text


Abstract

Cited
  Shared   
  Discussed   
[1] WEI Long-hai, WANG Ming-nian, ZHAO Dong-ping, JI Yan-lei. Study of deformation controlling measures for large-span shallow tunnel[J]. , 2010, 31(2): 577 -581 .
[2] CHEN Yun-ping, WANG Si-jing. Elastoplastic response of saturated rocks subjected to multilevel cyclic loading[J]. , 2010, 31(4): 1030 -1034 .
[3] CHEN Yu，ZHANG Qing-he，ZHU Ji-wen，YAO Hai-ming. Coupled fluid-mechanical analysis of DOT shield tunnel construction beneath adjacent existing underpass[J]. , 2010, 31(6): 1950 -1955 .
[4] GU Shao-fu, LIU Yang-shao, LIU Shi-shun. Study of application of Asaoka method to settlement prediction[J]. , 2010, 31(7): 2238 -2240 .
[5] DING Wen-qi，YUAN Sen-lin，GAO Xiao-qing，XIE Dong-wu. Research on construction disturbance characteristics caused by super large diameter pipe jacking in electric power tunnel[J]. , 2010, 31(9): 2901 -2906 .
[6] GAO Shu-sheng，QIAN Gen-bao，WANG Bin，YANG Zuo-ming，LIU Hua-xun. Numerical simulation study of mechanism for gas supplying and draining in volcanic gas reservoir in Xinjiang based on dual media model[J]. , 2011, 32(1): 276 -280 .
[7] Lü Xi-lin，HUANG Mao-song，QIAN Jian-gu. Strength parameter of sands under true triaxial test[J]. , 2009, 30(4): 981 -984 .
[8] SONG Yong-jun , HU Wei , WANG De-sheng , ZHOU Jun-lin. Analysis of squeezing effect of compaction piles based on modified Cam-clay model[J]. , 2011, 32(3): 811 -814 .
[9] SUN De-an，MENG De-lin，SUN Wen-jing，LIU Yue-miao. Soil-water characteristic curves of two bentonites[J]. , 2011, 32(4): 973 -0978 .
[10] LU Tao, WANG Kong-wei, LI Jian-lin. Study of failure mode of sandstone under reservoir water pressures[J]. , 2011, 32(S1): 413 -0418 .
Copyright © Rock and Soil Mechanics, All Rights Reserved.
Tel: 027-87198484, 87199252, 87199253, 87198752　E-mail: ytlx@whrsm.ac.cn
Powered by Beijing Magtech Co. Ltd